CN209636721U - A kind of shore protection of reinforced concrete structure - Google Patents
A kind of shore protection of reinforced concrete structure Download PDFInfo
- Publication number
- CN209636721U CN209636721U CN201920045852.0U CN201920045852U CN209636721U CN 209636721 U CN209636721 U CN 209636721U CN 201920045852 U CN201920045852 U CN 201920045852U CN 209636721 U CN209636721 U CN 209636721U
- Authority
- CN
- China
- Prior art keywords
- barricade
- layer
- bottom plate
- reinforced concrete
- concrete structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model discloses a kind of shore protections of reinforced concrete structure, its key points of the technical solution are that: the support stake in side slope, it supports and is embedded in barricade bottom base plate above stake, barricade bottom plate upper end is equipped with right-angled trapezium barricade, right-angled trapezium barricade is bonded in barricade bottom plate upper end, the barricade bottom plate, right-angled trapezium barricade and support stake are successively arranged waterproof, buffer layer and supporting layer from the outer to the inner, the support stake lower end and right-angled trapezium barricade upper end are equipped with screed-coat, and the utility model has the effect of that high stability, waterproof performance are good.
Description
Technical field
The utility model relates to technical field of building construction, more specifically, it relates to a kind of reinforced concrete structure
Shore protection.
Background technique
General river two sides are equipped with shore protection, are built in shore protection by drystone block or the structures such as precast concrete solve river two sides
The problem of being washed away, but river two sides be weak soil as ground when, it is easy by the structure of laid dry stone or precast concrete block
Situations such as differential settlement, cracking, sliding and the unbalance destruction of laid dry stone and concrete block occurs.
Utility model content
The purpose of the utility model is to provide a kind of shore protection of reinforced concrete structure, reaches and improve shore protection stability.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of for reinforced concrete
The shore protection of soil structure, the support stake in side slope, support stake top are embedded in barricade bottom base plate, and barricade bottom plate upper end is equipped with straight
The trapezoidal barricade in angle, right-angled trapezium barricade are bonded in barricade bottom plate upper end, the barricade bottom plate, right-angled trapezium barricade and support stake by
Outer layer is successively arranged waterproof layer, buffer layer and supporting layer to internal layer, and the support stake lower end and right-angled trapezium barricade upper end are all provided with
There is screed-coat.
By using above-mentioned technical proposal, the screed-coat in stake is supported to be filled soft soil foundation, for there are the gradients
Structural plane carries out levelling and is laid with base, is convenient for subsequent laying, in support stake, barricade bottom plate and right-angled trapezium barricade by outer layer
It is disposed with waterproof layer to inner layer, is seeped water corroded steel reinforcement concrete inner structure for mode, buffer layer is used for buffer structure
Suffered pressure and lateral force, supporting layer are used to reinforce the overall structure of support stake, barricade bottom plate and right-angled trapezium barricade, barricade
Bottom plate tiling is poured in support stake upper end, and support stake is chimeric in barricade bottom plate, and right-angled trapezium barricade is set on barricade bottom plate simultaneously
It is bonded with barricade bottom plate, keeps structure more stable.
Preferably, the support stake is trapezoidal stake.
By using above-mentioned technical proposal, trapezium structure is not only consolidated, and can make up inclining for certain angle in piling
Tiltedly.
Preferably, in the support stake insertion barricade bottom plate, bed course is equipped with below barricade bottom plate.
By using above-mentioned technical proposal, the construction line-putting, branch foundation forms is facilitated to do protective layer, and place mat to reinforcement foundation
Layer can give full play to its bearing capacity, form compound foundation, and bed course passes to the load of a part on the soil between support stake, adjusts
Whole load, is shared.
Preferably, waterproof layer includes waterproof roll, pea gravel concreten.
By using above-mentioned technical proposal, waterproof roll prevents the water penetration of a two sides to internal structure, to concrete knot
Structure is corroded, and pea gravel concreten layer has good density, as the second layer waterproof layer in concrete, pea gravel concreten
Be not in blibbing, be not required to carry out skin patching, there is preferable waterproof performance.
Preferably, the buffer layer is bonded on the outside of supporting layer.
By using above-mentioned technical proposal, supporting layer rigidity with higher, and buffer layer has preferable toughness, slow
Rush layer to outside carry out buffering unload power after, prevent buffer layer structure from having an impact to reinforced concrete structure, with supporting layer carry out
Bonding, timely fixes buffer layer.
Preferably, the protective layer bonded with waterproof layer is equipped on the inside of the waterproof layer.
By using above-mentioned technical proposal, protective layer guarantees that the concrete of reinforcing bar and surrounding can work together, and makes reinforcing bar
Together with concrete binding.
In conclusion the utility model has the following beneficial effects:
1, the utility model have preferable stability, inside be equipped with supporting layer and buffer layer, and support stake be and top
The right-angled trapezium barricade of load-bearing is trapezium structure, and is equipped with the lotus that plain concrete cushion layer shares support stake in barricade bottom plate lower end
It carries.
2, the utility model has preferable waterproofness, and waterproof roll is enclosed on the outside of support column, and inside is equipped with microlith
Concrete layer, two layers of waterproof construction make inside not destroy reinforced concrete structure because of infiltration.
Detailed description of the invention
Fig. 1 is the schematic diagram of concrete structure;
Fig. 2 is the structural schematic diagram of barricade bottom plate.
In figure: 1, supporting stake;2, barricade bottom plate;3, right-angled trapezium barricade;4, waterproof layer;5, buffer layer;6, supporting layer;7,
Bed course;8, screed-coat;9, pea gravel concreten;10, waterproof roll;11, protective layer.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
With reference to Fig. 1, a kind of shore protection for reinforced concrete structure, the support stake 1 be it is trapezoidal, be set to soft soil foundation
On, trapezium structure not only consolidates, and the inclination of certain angle can be made up in piling, and support 1 top of stake is embedded into barricade bottom
In plate 2, it is equipped with plain concrete cushion layer 7 below barricade bottom plate 2, the construction line-putting, branch foundation forms is facilitated to protect to reinforcement foundation
Layer 11, protective layer 11 are the outer rims of outermost reinforcing bar to the concrete layer between concrete surface, the thickness root of concrete layer
It is calculated according to different environment.Its bearing capacity can be given full play in 2 lower end matting layer 7 of barricade backing plate, is formed compoundly
Base, bed course 7 pass to the load of a part on the soil between support stake 1, adjust load, shared, while making 2 He of barricade bottom plate
Support stake 1 is linked to be an entirety, keeps overall structure more firm, right-angled trapezium barricade 3 is bonded in 2 upper end of barricade bottom plate, makes three
A component, which is linked to be an entirety, keeps integral structure more stable, and supports stake 1, barricade bottom plate 2 and right-angled trapezium barricade 3 by outer
Layer is equipped with waterproof layer 4, buffer layer 5 and supporting layer 6 to internal layer, and waterproof layer 4 includes the water coiled material 10 and microlith coagulation of outer anti-side
Native 9 two layers of progress waterproof, the waterproof roll 10 are specifically equipped with elastomer modified asphalt waterproof roll GB18242-2008, this material
Material has certain elasticity, has certain buffer function, and have good sealing performance, 9 layers of pea gravel concreten with good
Good density, as second layer waterproof layer, and is not in blibbing, is not required to carry out skin patching, is had preferable anti-
Aqueous energy, two layers of waterproof make reinforced concrete structure be not easy to be infiltrated aqueous corrosion, and being provided with buffer layer 5 makes concrete by outer
It is buffered under the action of power, reduces suffered lateral force, supporting layer 6 is reinforced concrete floor, ensure that load-bearing and improves
Overall stability, buffer layer 5 are high density polyethylene plate, and inside and outside interlayer is laid with single layer high pressure polyethylene plastic plate, and outer wall can be made to permit
Permitted have a small amount of deformation, so that buffer layer 5 plays buffer function, and by the bonding with supporting layer 6, enables buffer layer 5 fast
Speed unloads power.
With reference to Fig. 2, waterproof layer 4 includes two layers of progress waterproof of waterproof roll 10 and pea gravel concreten 9 in outside, the waterproof
Coiled material 10 is specifically equipped with elastomer modified asphalt waterproof roll GB18242-2008, this material has certain elasticity, has one
Fixed buffer function, and there is good sealing performance, 9 layers of pea gravel concreten have good density, and are not in table
Face bubble is not required to carry out skin patching, has preferable waterproof performance, and two layers of waterproof makes reinforced concrete structure be not easy to be seeped
Enter aqueous corrosion, being provided with buffer layer 5 buffers concrete under the action of by external force, reduces suffered lateral force.
Specific embodiment is equipped in support stake 1 and each component from the outer to the inner using trapezoidal stability
Waterproof layer 4, buffer layer 5 and supporting layer 6 are prevented outer using two layers of waterproof of waterproof roll 10 and pea gravel concreten 9 on waterproof layer 4
The steam in portion or other substances corrode inside concrete, and buffer layer 5 is arranged, and enable to make to buffer when stress
Layer 5 lays down power using toughness material, and the supporting layer 6 in most interior side can increase concrete with the rigidity of reinforcement structure
The stability of structure supports the screed-coat 8 of 1 bottom of stake and 3 upper end of right-angled trapezium barricade to be easily installed each layer knot of anti-inside
Structure, and the bed course 7 of 2 lower end of barricade bottom plate, branch foundation forms do protective layer 11 to reinforcement foundation, adjust load, share load
It shares lotus on soil, makes whole more stable.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (6)
1. a kind of shore protection of reinforced concrete structure, it is characterized in that: it is located at the support stake (1) in side slope, it is embedding above support stake (1)
Enter barricade bottom plate (2) bottom, barricade bottom plate (2) upper end is equipped with right-angled trapezium barricade (3), and right-angled trapezium barricade (3) is fixed on gear
Wall bottom plate (2) upper end, the barricade bottom plate (2), right-angled trapezium barricade (3) and support stake (1) are successively arranged from the outer to the inner
Waterproof layer (4), buffer layer (5) and supporting layer (6), the support stake (1) lower end and right-angled trapezium barricade upper end are equipped with levelling
Layer (8).
2. the shore protection of a kind of reinforced concrete structure according to claim 1, it is characterized in that: the support stake (1) is ladder
Shape.
3. the shore protection of a kind of reinforced concrete structure according to claim 1, it is characterized in that: under the barricade bottom plate (2)
Side is equipped with bed course (7).
4. the shore protection of a kind of reinforced concrete structure according to claim 3, it is characterized in that: on the inside of the waterproof layer (4)
Equipped with the protective layer (11) bonded with waterproof layer (4).
5. the shore protection of a kind of reinforced concrete structure according to claim 1, it is characterized in that: waterproof layer (4) includes waterproof
Coiled material (10), pea gravel concreten (9).
6. the shore protection of a kind of reinforced concrete structure according to claim 1, it is characterized in that: the buffer layer (5) bonds
Outside in supporting layer (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920045852.0U CN209636721U (en) | 2019-01-10 | 2019-01-10 | A kind of shore protection of reinforced concrete structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920045852.0U CN209636721U (en) | 2019-01-10 | 2019-01-10 | A kind of shore protection of reinforced concrete structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209636721U true CN209636721U (en) | 2019-11-15 |
Family
ID=68477413
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920045852.0U Active CN209636721U (en) | 2019-01-10 | 2019-01-10 | A kind of shore protection of reinforced concrete structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209636721U (en) |
-
2019
- 2019-01-10 CN CN201920045852.0U patent/CN209636721U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102444142B (en) | Pile group column replacement expanded basement and construction method of same | |
CN107190844A (en) | The waterproof and water drainage system and construction method of a kind of basement bottom board and exterior wall | |
CN102561132B (en) | Plate supporting type embankment structure for post-construction settlement controlling of deep soft soil foundation on high-grade highway | |
CN108360547A (en) | A kind of bridge composite foundation suitable under the conditions of deep water, macroseism | |
CN110777569A (en) | Expansive soil limited deformation anti-upwarp foundation structure and construction method of foundation structure | |
CN107059882A (en) | Arch anchor net and Anchor-Pile Retaining Structure structure | |
JP5578140B2 (en) | Embankment reinforcement structure | |
CN207862857U (en) | A kind of bank protection structure of harbour | |
CN103510458B (en) | Pile type continuous rigid frame bridge and construction method thereof | |
CN209636721U (en) | A kind of shore protection of reinforced concrete structure | |
CN102454171A (en) | Reinforced earth retaining wall | |
CN102839647A (en) | Stirring pile-permeable concrete pile compound foundation and treatment method thereof | |
Bittner et al. | Design and construction of the Sutong Bridge foundations | |
JPH02504050A (en) | Method for forming road and roadbed structures | |
CN206438481U (en) | Barricade | |
CN208586630U (en) | Pile foundation and the wooden platform with the pile foundation | |
RU94238U1 (en) | BUILDING ELEMENT BASED ON CELLULAR FRAME | |
CN101550690B (en) | Triangular concrete thin-wall folded plate pile and preparation method thereof | |
CN110185048A (en) | Deep narrow river valley ultra-deep foundation pit Muddy Bottoms excavate road construction protective slope structure and method | |
CN205387721U (en) | Highway retaining wall reinforced structure | |
CN219862986U (en) | Building basement waterproof construction | |
CN217678394U (en) | Road structure applied above subway | |
CN211227880U (en) | Expansive soil limited deformation anti-upwarp foundation structure | |
CN211816464U (en) | Leakage-proof basement structure based on polypropylene fiber concrete | |
CN212294620U (en) | Building foundation reinforcing pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |